HomeMy WebLinkAbout878463 State of ryoming Corner Record
(In compliance with the CORNER PERPE~JATION AND FILING AC~, Wyoming Statutes, 1977, Section 56-11-101, et. seq., and the Rules and
Regulations of the Board of Registration for Professional Engineers and Land Surveyors.)
Reverse side of this farm rnoy be used if more space is needed.
Record of originel survey and citation of source of historic informotion (if corner is lost or oblitereted). Description of
corner monurnentetion evidence found end/or monument end eccessories esteblished to perpetuete the Iocetion of this
corner. Sketch of reletive Iocetion of monument, eccessories, end reference points with course end distence to edjecent
corner(s) (if determined in this survey). Uethod and retionele for reesteblishment of lost or oblitereted corner.
N 89'55'.30" E N 89'55'45" E N 89'43'00" E
~ ~112w T22N R112W T22N E112W T22N E112W
--~ ::~j~s~ Wl/~S s~s s~5 s~
~:: ~ - :: - ~ :::'
,- . :
,::._2 ': :::, ~
~':::. ~ ::-~ FOUND ~E MONUMENT FOR ~IS 1/4 CORNER z ~
::~: "~ :::;::~ OF MAXIMUM CONSOL ~ICH IS A U.S.A.
~_~ T22N Rl12W GO~RNMENT SURLY BRASS CAP ON AN IRON
1/4 PIPE ~ICH PRO~UDES ABO~ ~E GROUND
S21tS22 1'. ~ERE IS A ~RE P~CED AROUND ~E
1 gO9
6th PM MONUMENT. ~ERE IS A 2' DIA. BY .5'
HIGH PI~ OF STONES 3.5' ~S~LY OF
CORNER. ~ERE IS A S~EL POST 5'
~S~RLY OF CORNER. ~IS IS ~E
MONUMENT FOR ~E 1/4 CORNER AND IS
MARKED AS SHO~.
S221 S23
~ me MONUMENT
~S .~.~: 1/4
1909
S2~S22 T22~2~112W T22Ns2~s25R112W
s%,.~=~ ~/~E~ s=~,
6th PM 1909 1909
6th PM 6th PM
/ N 89'56'10" E ~ N 89'~'45" E
2659.26' (Meos.) 26~.25' (Mees.)
T22N R112W
1/4 SCALE 1"=1000'
S221 S25 CORNER MONUMENT SYMBOLS BEARINGS ARE
ASSUMED BUT
1909 · RECORD IS FOR THIS CORNER MONUMENT. RELATIVE
DRAWN BY: KRK
6th PM · A RELATED CORNER MONUMENT. COUNTY: LINCOLN
'IHS MONUMENT I$ FOR
Dote of Field Work: 10/'03/2001 Office Reference~
CROSS INDEX DIAGP~M Firm/Agency, Address This corner record was prepared
1 2 3 4 5 8 7 B 9 10 11 12 13 1~, 15 16 17 18 19 20 21 ZZ 23 24 25 by me or under my direction
UIn~cc~h
Engineering
Gnc~
end
supervision.
-J- 6 -J- .-L 5 J- _L 4 J .... L 3 J .... L 2--1- _L 1 _L_ c LGncl Surveying
I I I I I I I I I I I I
--:--~-+- --I-1-:-- -+-~--I .... FA-+---I-i-F- -+-b-l-. D
I I I I I ~ I I I I I I I I ~ I
--~- 7-~- .-~- 8 -~-. -~- 9 -~ .... ~-10~ f-11-~-. -f-12-~-- c
I I I I I I I I
---I-18--i--' --~-17--1 .... ]-16~ .... i--15--I- --{-14--{--' I I
I I I I I r I I I I I I I I I I I I
-:--~-+---i-,1-:-- -+-L-~ .... H J,_+_ --t-,J--:-- -+-~--l-- o
I I ~ I I I I I ~ I I ~ I
__1 -- I -- --I--+--r-- -- I _L I_ I I - I_j._l _ I I
i I I I I I I I I I I I
/ I ~ I /I I/ I / I
1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
1/a~ CORNER OF MAXIMUM CONTROL
Corner Nome: EAST 1/4 CORNER OF SEC~ION 22 Section: 22 t 22N R 112W . 6TH P.M. Cross Index No.: P-17
SBRPEPLS/PLSW:Morch 1994 (CLCR...SJA]